\contentsline {section}{\numberline {1}Material Models for Structural Analysis}{6}{section.1}
\contentsline {subsection}{\numberline {1.1}Elastic materials}{6}{subsection.1.1}
\contentsline {subsubsection}{\numberline {1.1.1}Isotropic linear elastic material - IsoLE}{6}{subsubsection.1.1.1}
\contentsline {subsubsection}{\numberline {1.1.2}Orthotropic linear elastic material - OrthoLE}{6}{subsubsection.1.1.2}
\contentsline {subsubsection}{\numberline {1.1.3}General anisotropic linear elastic material - AnisoLE}{7}{subsubsection.1.1.3}
\contentsline {subsubsection}{\numberline {1.1.4}Hyperelastic material - HyperMat}{7}{subsubsection.1.1.4}
\contentsline {subsubsection}{\numberline {1.1.5}Hyperelastic material - Compressible Mooney-Rivlin}{8}{subsubsection.1.1.5}
\contentsline {subsection}{\numberline {1.2}Winkler-Pasternak model}{9}{subsection.1.2}
\contentsline {subsection}{\numberline {1.3}Large-strain master material}{10}{subsection.1.3}
\contentsline {subsection}{\numberline {1.4}Plasticity-based material models}{10}{subsection.1.4}
\contentsline {subsubsection}{\numberline {1.4.1}Drucker-Prager model - DruckerPrager}{10}{subsubsection.1.4.1}
\contentsline {subsubsection}{\numberline {1.4.2}Drucker-Prager model with tension cut-off and isotropic damage - DruckerPragerCut}{12}{subsubsection.1.4.2}
\contentsline {subsubsection}{\numberline {1.4.3}Mises plasticity model with isotropic damage - MisesMat}{15}{subsubsection.1.4.3}
\contentsline {paragraph}{Small-strain formulation:}{15}{section*.3}
\contentsline {paragraph}{Large-strain formulation}{16}{section*.4}
\contentsline {subsubsection}{\numberline {1.4.4}Mises plasticity model with isotropic damage, nonlocal - MisesMatNl, MisesMatGrad}{16}{subsubsection.1.4.4}
\contentsline {paragraph}{Integral nonlocal formulation}{16}{section*.5}
\contentsline {paragraph}{Implicit gradient formulation}{17}{section*.6}
\contentsline {subsubsection}{\numberline {1.4.5}Rankine plasticity model with isotropic damage and its nonlocal formulations - RankMat, RankMatNl, RankMatGrad}{17}{subsubsection.1.4.5}
\contentsline {subsubsection}{\numberline {1.4.6}Perfectly plastic material with Mises yield condition - Steel1}{19}{subsubsection.1.4.6}
\contentsline {subsubsection}{\numberline {1.4.7}Composite plasticity model for masonry - Masonry02}{19}{subsubsection.1.4.7}
\contentsline {paragraph}{Tension mode}{22}{section*.7}
\contentsline {paragraph}{Shear mode}{23}{section*.8}
\contentsline {paragraph}{Coupling of tension/shear modes}{24}{section*.9}
\contentsline {paragraph}{Cap mode}{24}{section*.10}
\contentsline {subsubsection}{\numberline {1.4.8}Nonlinear elasto-plastic material model for concrete plates and shells - Concrete2}{26}{subsubsection.1.4.8}
\contentsline {subsection}{\numberline {1.5}Material models for tensile failure}{26}{subsection.1.5}
\contentsline {subsubsection}{\numberline {1.5.1}Nonlinear elasto-plastic material model for concrete plates and shells - Concrete2}{26}{subsubsection.1.5.1}
\contentsline {subsubsection}{\numberline {1.5.2}Smeared rotating crack model - Concrete3}{26}{subsubsection.1.5.2}
\contentsline {subsubsection}{\numberline {1.5.3}Smeared rotating crack model with transition to scalar damage - linear softening - RCSD}{28}{subsubsection.1.5.3}
\contentsline {subsubsection}{\numberline {1.5.4}Smeared rotating crack model with transition to scalar damage - exponential softening - RCSDE}{28}{subsubsection.1.5.4}
\contentsline {subsubsection}{\numberline {1.5.5}Nonlocal smeared rotating crack model with transition to scalar damage - RCSDNL}{29}{subsubsection.1.5.5}
\contentsline {subsubsection}{\numberline {1.5.6}Isotropic damage model for tensile failure - Idm1}{30}{subsubsection.1.5.6}
\contentsline {subsubsection}{\numberline {1.5.7}Nonlocal isotropic damage model for tensile failure - Idmnl1}{37}{subsubsection.1.5.7}
\contentsline {subsubsection}{\numberline {1.5.8}Anisotropic damage model - Mdm}{42}{subsubsection.1.5.8}
\contentsline {paragraph}{Local formulation}{42}{section*.11}
\contentsline {paragraph}{Nonlocal formulation}{44}{section*.12}
\contentsline {paragraph}{Input Record}{44}{section*.13}
\contentsline {subsubsection}{\numberline {1.5.9}Isotropic damage model for interfaces}{46}{subsubsection.1.5.9}
\contentsline {subsubsection}{\numberline {1.5.10}Isotropic damage model for interfaces using tabulated data for damage}{46}{subsubsection.1.5.10}
\contentsline {subsection}{\numberline {1.6}Material models specific to concrete}{47}{subsection.1.6}
\contentsline {subsubsection}{\numberline {1.6.1}Mazars damage model for concrete - MazarsModel}{47}{subsubsection.1.6.1}
\contentsline {subsubsection}{\numberline {1.6.2}Nonlocal Mazars damage model for concrete - MazarsModelnl}{48}{subsubsection.1.6.2}
\contentsline {subsubsection}{\numberline {1.6.3}CebFip78 model for concrete creep with aging - CebFip78}{48}{subsubsection.1.6.3}
\contentsline {subsubsection}{\numberline {1.6.4}Double-power law model for concrete creep with aging - DoublePowerLaw}{48}{subsubsection.1.6.4}
\contentsline {subsubsection}{\numberline {1.6.5}Eurocode 2 model for concrete creep and shrinkage - EC2CreepMat}{48}{subsubsection.1.6.5}
\contentsline {subsubsection}{\numberline {1.6.6}B3 and MPS models for concrete creep with aging}{52}{subsubsection.1.6.6}
\contentsline {subsubsection}{\numberline {1.6.7}MPS damage model}{59}{subsubsection.1.6.7}
\contentsline {subsubsection}{\numberline {1.6.8}Microplane model M4 - Microplane\_M4}{69}{subsubsection.1.6.8}
\contentsline {subsubsection}{\numberline {1.6.9}Damage-plastic model for concrete - ConcreteDPM}{69}{subsubsection.1.6.9}
\contentsline {subsubsection}{\numberline {1.6.10}CDPM2}{75}{subsubsection.1.6.10}
\contentsline {subsubsection}{\numberline {1.6.11}Fixed crack model for concrete - ConcreteFCM}{78}{subsubsection.1.6.11}
\contentsline {subsubsection}{\numberline {1.6.12}Fixed crack model for fiber reinforced composites - FRCFCM}{80}{subsubsection.1.6.12}
\contentsline {subsubsection}{\numberline {1.6.13}``Nonlocal'' model for SHCC}{84}{subsubsection.1.6.13}
\contentsline {subsection}{\numberline {1.7}Orthotropic damage model with fixed crack orientations for composites - CompDamMat}{85}{subsection.1.7}
\contentsline {subsection}{\numberline {1.8}Orthotropic elastoplastic model with isotropic damage - TrabBone3d}{87}{subsection.1.8}
\contentsline {subsubsection}{\numberline {1.8.1}Local formulation}{87}{subsubsection.1.8.1}
\contentsline {subsubsection}{\numberline {1.8.2}Nonlocal formulation - TrabBoneNL3d}{89}{subsubsection.1.8.2}
\contentsline {subsection}{\numberline {1.9}Material models for interfaces}{94}{subsection.1.9}
\contentsline {subsubsection}{\numberline {1.9.1}Cohesive interface material - cohInt}{94}{subsubsection.1.9.1}
\contentsline {subsubsection}{\numberline {1.9.2}Isotropic damage model for interfaces}{95}{subsubsection.1.9.2}
\contentsline {subsubsection}{\numberline {1.9.3}Simple interface material - obsolete}{95}{subsubsection.1.9.3}
\contentsline {subsection}{\numberline {1.10}Material models for lattice elements}{95}{subsection.1.10}
\contentsline {subsubsection}{\numberline {1.10.1}Latticedamage2d}{96}{subsubsection.1.10.1}
\contentsline {subsection}{\numberline {1.11}Material models for steel relaxation}{97}{subsection.1.11}
\contentsline {subsubsection}{\numberline {1.11.1}Model for relaxation of prestressing steel - SteelRelaxMat}{97}{subsubsection.1.11.1}
\contentsline {section}{\numberline {2}Material Models for Transport Problems}{100}{section.2}
\contentsline {subsection}{\numberline {2.1}Isotropic linear material for heat transport -- IsoHeat}{100}{subsection.2.1}
\contentsline {subsection}{\numberline {2.2}Isotropic linear material for moisture transport -- IsoLinMoisture}{100}{subsection.2.2}
\contentsline {subsection}{\numberline {2.3}Isotropic material for moisture transport based on Ba\v {z}ant and Najjar -- BazantNajjarMoisture}{100}{subsection.2.3}
\contentsline {subsection}{\numberline {2.4}Nonlinear isotropic material for moisture transport -- NlIsoMoisture}{102}{subsection.2.4}
\contentsline {subsection}{\numberline {2.5}Material for cement hydration - CemhydMat}{103}{subsection.2.5}
\contentsline {subsection}{\numberline {2.6}Material for cement hydration - HydratingConcreteMat}{107}{subsection.2.6}
\contentsline {subsection}{\numberline {2.7}Coupled heat and mass transport material model - HeMotk}{109}{subsection.2.7}
\contentsline {subsection}{\numberline {2.8}Coupled heat and mass transport material model - HeMoKunzel}{111}{subsection.2.8}
\contentsline {subsection}{\numberline {2.9}Material for unsaturated flow in lattice models -- LatticeTransMat}{113}{subsection.2.9}
\contentsline {subsubsection}{\numberline {2.9.1}One-dimensional transport element}{113}{subsubsection.2.9.1}
\contentsline {subsubsection}{\numberline {2.9.2}Constitutive laws}{114}{subsubsection.2.9.2}
\contentsline {section}{\numberline {3}Material Models for Fluid Dynamic}{116}{section.3}
\contentsline {subsection}{\numberline {3.1}Newtonian fluid - NewtonianFluid}{116}{subsection.3.1}
\contentsline {subsection}{\numberline {3.2}Bingham fluid - BinghamFluid}{116}{subsection.3.2}
\contentsline {subsection}{\numberline {3.3}Two-fluid material - TwoFluidMat}{117}{subsection.3.3}
\contentsline {subsection}{\numberline {3.4}FE\textsuperscript {2} fluid - FE2FluidMaterial}{117}{subsection.3.4}
